1001 N BROADWAY LEARNING RESOURCE CENTER 2026-01-15

do M- M- - Job Number.2106019 Report Description:Light Hazard(Zone 3.01),Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure --. ... . - . ----. ... .. Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL.......... __._... 1.6820....---- 111..11 16.04 . ......._120.... . 0.311558 4'-7%z'.Pf 1.441 312 16'-3 18.478 Pe 313 16'-3 19.919 4'-7'/: Pv - -...... .............. 1.682©-. 45.29.... ....._...... _B_ .... 120........__........ ..........................0,059213........ 313 16'-3 19.919 PO(9'-11) 24'-9.Pe 0.253 314 15'-8 26.807 E(4-111/a),PO(9'-11) 112'-1 Pv C t -2.63_5.0..-.............._11L11._......._-._..._...._._.6.54 . ....._...._.-......_1.20. ...._.. 0.035003 ?3'SY� Pf 0.480 14 15'-8 65.83 26.807 Flow(q)from Route 9 Pe 306 151-8 27.287 j 13'-8'/: Pv a•••••Route 3••-•- BL --- 1..6820 - - -......_6,_5...9_... -..._..._....._..._0.95._....-_._..........120.._............... 0.001676 12'-51/.'Pf 0,037 -- .........- --....-----.v._..__..._.._............. 3008 16'-3 20.08 5.6 12.853 Sprinkler, 9'-11 Pe 310 16'-3 12.890 PO(9'-11) 2Z-4Ya Pv �•••-•Route 4••••• BL........ -- 1.6820----... 13_48 1,95 120... 0.006294 _......_.. -._.... 15'-0 Pf 0.094 .. 3008 16'-3 20.08 - 5.6 12.853 Sprinkler Pe 3009 163 12.947 16-0 Pv BL..... -----1 w6820 ......... ....33.63. ........ 4.86.._.. -.. ..120.._.... .. _...._- 0.034149 ........ ........... .__.----.._........._........._ 15'-0 Pf 0.512 3009 16'-3 20.15 5.6 12.947 Sprinkler Pe 3010 16'-3 f 3.459 151-0:Pv BL--......._....._._._..... .._.....-1_6820..... -...............$4....1.8.....------._......... 7.82...... .. ........120....... ....0 082496 -_..._.._.......--.._.__............. ..... 12'-1:Pf 1.813 3010 16'-3 20.54 5.6 13.459 Sprinkler, 9'-11;Pe 304 16'3 15.273 PO(9'-11) 22'-O;Pv 60.....Route 5••••. BL.._..................--- 1.6820..._.. . ........__._19,44. ............... _2.8 f. ..........._......... 120.... . ................. 0.012385..... 3'-3 Pf 0.163 3001 16'-3 19.44 5.6 12.049 Sprinkler, 9'-11 Pe 0.000 301 16'-3 12.212 PO(9'-11) 13'-2 Pv BL ......._.._7_6820.......................37.41 ................_....... 5.40 ... ... ......12.0.. ....._...-....-....................._0._041.581.............................__...- ..._.................; 54'-61/ Pf 2.680 301 16'-3 17.97 12.212 Flow(q)from Route 6 9'-11 Pe 302 16-3 14,891 PO(9'-11) 64'-5% Pv CM ........-.._............. ... ...._..........2.6350... ...._....._...._37.41. .................._2,20 ..............._120.... _......._.....004672.-- ......... ........ ... ......... 12'4 Pf 0.058 302 16'-3 14.891 Pe 303 16-3 14.949 12'-4.Pv o•••••Route 6••••- BL...... t6820.. . .... - 17.97.. 2,59 120 _... 0.010711 .. _._... ---...... . .........: 2'-9'Pf 0.135 302 15'-3 19.46 5.6 12.076 Sprinkler, 9'-11 Pe -0.000 301 163 12.212 PO(9'-11) 12'-8 Pv �••••-Route 7• - BL - 1A820.... _1.49 0.22 120._..._... 0.000107.......... Pf 3002 18'-3 19.46 5.6 12.076 Sprinkler -_._.___...._ 6'-0 Pe 0-010 3003 16'-3 12.077 6'-0'Pv B!- -......... ............. 20...95 _._....._._3.03 1.20. 0.014227 Pf 0,051 3003 16'-3 19.46 5.6 12,077 Sprinkler 3-7 Pe -0.000 309 16'-3 12,128 3'-7 Pv •� ••••Route 8••••• BL ..................1.6820. . ... 45.21. ......._6.53. 120 ...0.0.5.9.036..... - 86'-1 Pf 6.836 321 151-8 23.96+21.26 21.156 low(q)from Route 10 and 14 29'-81/2 Pe -0,000 322 151-8 27,992 4E(4'-111A),PO(9'-11) 11 T-9'/: Pv C.M. .. 2:6350-„ 45,21 .. 2.66.,. 120 0.006633..,-,,.-„.. 18'-6.Pf 0.123 322 151-8 27.992 Pe 319 151-8 28.115 18'-6 Pv CM 2.6350 79.99 4.71 120 0.019055 9-2 Pf 0.175 319 15'-8 34.77 28.115 Flow(q)from Route 12 Pe 323 15'-8 28.290 9'-2 Pv CM 2.6350 113.12 6.66 120 0.036184 11'-1 1/2Pf 0.948 323 15'-8 33.14 28.290 Flow(q)from Route 11 15'-1 Pe 307 15'-8 29.238 fE(4'-3'%),fT(10'-91/z) 26'-2%Pv �•-•••Route 9..... CM 2.6350 30.39 1.79 120 0.003181 12'-4 Pf 0-039 315 1 '-8 30-39 26.604 Flow(q)from Route 16 Pe 316 151-8 26.643 12'-4 Pv CM 2-6350 65.83 3.87 120 0.013289 12'-4 Pf 0.164 316 15'-8 35.43 26.643 Flow(q)from Route 15 Pe 314 15-8 26.807 12'-4 Pv r+•••••Route 10••••• CM 2.6350 79.99 4.71 120 0.019055 15'-1%z Pf 0.288 117 113.12 18.681 Flow(q)from Route 13 Pe 326 15'-8 18.969 15'-1% Pv ALA,0 M.E.P.CAL).Inc- AutoSPRINK2019 v15.1.23.0 10125/2021 7:23:58AM Page 5